Floor to Ceiling Supported Pilaster Sample Clauses

Floor to Ceiling Supported Pilaster. A stainless steel angle shall be used to attach pilasters to floor and ceiling. These angles shall be attached to pilasters with 3/4 inch (19 mm) stainless steel tamper resistant Torx head screws. Pilaster sleeves shall be 4 inches (102 mm) high. ** NOTE TO SPECIFIER ** Delete sleeve material not required.
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Related to Floor to Ceiling Supported Pilaster

  • Schematic Design Phase Services § 3.2.1 The Architect shall review the program and other information furnished by the Owner, and shall review laws, codes, and regulations applicable to the Architect’s services.

  • Road Surfaces (1) Grade, shape, crown, and/or outslope surface and shoulders.

  • DS3 Loop DS3 Loop is a two-point digital transmission path which provides for simultaneous two-way transmission of serial, bipolar, return-to-zero isochronous digital electrical signals at a transmission rate of 44.736 megabits per second (Mbps) that is dedicated to the use of the ordering CLEC in its provisioning of local exchange and associated exchange access services. It may provide transport for twenty-eight (28) DS1 channels, each of which provides the digital equivalent of twenty-four (24) analog voice grade channels. The interface to unbundled dedicated DS3 transport is a metallic-based electrical interface.

  • Physical Architecture 59.2.1 CenturyLink's network architecture in any given local exchange area and/or LATA can vary markedly from another local exchange area/LATA. Using one or more of the NIMs herein, the Parties will agree to a physical architecture plan for a specific LATA, or if appropriate based on other requirements in Section 59, Local Calling Area. The physical architecture plan, as described in the Local Interconnection POI Profile, will be discussed during joint implementation planning. CLEC and CenturyLink agree to Interconnect their networks through existing and/or new Interconnection Facilities between CLEC switch(es) and CenturyLink's End Office Switch(es) and/or Tandem Switch(es). The physical architecture plan will be in accordance with Forecasting and Planning requirements in Article IV.

  • Compaction of surfaces 5 Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 95% Mod AASHTO density. m2 96

  • Programming Phase 2.2.1.2. Schematic Design Phase: 2.2.1.3. Design Development Phase:

  • Schematic Design Phase INDICATE IN STATEMENT OF WORK “NOT APPLICABLE” IF SECTION IS NOT APPLICABLE

  • Configuration Management The Contractor shall maintain a configuration management program, which shall provide for the administrative and functional systems necessary for configuration identification, control, status accounting and reporting, to ensure configuration identity with the UCEU and associated cables produced by the Contractor. The Contractor shall maintain a Contractor approved Configuration Management Plan that complies with ANSI/EIA-649 2011. Notwithstanding ANSI/EIA-649 2011, the Contractor’s configuration management program shall comply with the VLS Configuration Management Plans, TL130-AD-PLN-010-VLS, and shall comply with the following:

  • Reference Description Dates E/CAM/0305 Deeds 1, 6, 8, 9, 14, 16, 18, 21, 26, 28, 33-38 (incl), 40, 44, 46, 49, 50, 60, 63, 64, 67, 68-78 (even nos incl), 88-98 (even nos incl), 102, 104, and other messuages in Bayham Street; 36 and 00 Xxxxxx Xxxxx; 2, 4, and 0 Xxxxxx Xxxx Xxxxxx 1821-1942 E/CAM/0306 Deeds 1, 6, 8, 9, 14, 16, 18, 21, 26, 28, 33-38 (incl), 40, 44, 46, 49, 50, 60, 63, 64, 67, 68-78 (even nos incl), 88-98 (even nos incl), 102, 104, and other messuages in Bayham Street; 36 and 00 Xxxxxx Xxxxx; 2, 4, and 0 Xxxxxx Xxxx Xxxxxx 1821-1942 E/CAM/0307 Deeds 1, 6, 8, 9, 14, 16, 18, 21, 26, 28, 33-38 (incl), 40, 44, 46, 49, 50, 60, 63, 64, 67, 68-78 (even nos incl), 88-98 (even nos incl), 102, 104, and other messuages in Bayham Street; 36 and 00 Xxxxxx Xxxxx; 2, 4, and 0 Xxxxxx Xxxx Xxxxxx 1821-1942 E/CAM/0308 Deeds 1, 6, 8, 9, 14, 16, 18, 21, 26, 28, 33-38 (incl), 40, 44, 46, 49, 50, 60, 63, 64, 67, 68-78 (even nos incl), 88-98 (even nos incl), 102, 104, and other messuages in Bayham Street; 36 and 00 Xxxxxx Xxxxx; 2, 4, and 0 Xxxxxx Xxxx Xxxxxx 1821-1942 E/CAM/0309 Deeds 1, 6, 8, 9, 14, 16, 18, 21, 26, 28, 33-38 (incl), 40, 44, 46, 49, 50, 60, 63, 64, 67, 68-78 (even nos incl), 88-98 (even nos incl), 102, 104, and other messuages in Bayham Street; 36 and 00 Xxxxxx Xxxxx; 2, 4, and 0 Xxxxxx Xxxx Xxxxxx 1821-1942 E/CAM/0310 Deeds 1, 6, 8, 9, 14, 16, 18, 21, 26, 28, 33-38 (incl), 40, 44, 46, 49, 50, 60, 63, 64, 67, 68-78 (even nos incl), 88-98 (even nos incl), 102, 104, and other messuages in Bayham Street; 36 and 00 Xxxxxx Xxxxx; 2, 4, and 0 Xxxxxx Xxxx Xxxxxx 1821-1942 E/CAM/0311 Deeds 1, 6, 8, 9, 14, 16, 18, 21, 26, 28, 33-38 (incl), 40, 44, 46, 49, 50, 60, 63, 64, 67, 68-78 (even nos incl), 88-98 (even nos incl), 102, 104, and other messuages in Bayham Street; 36 and 00 Xxxxxx Xxxxx; 2, 4, and 0 Xxxxxx Xxxx Xxxxxx 1821-1942 Reference Description Dates E/CAM/0312 Deeds 86 and 00 Xxxx'x Xxxx (formerly 8 and 9 Camden Cottages) 1822-1896 E/CAM/0313 Deeds 86 and 00 Xxxx'x Xxxx (formerly 8 and 9 Camden Cottages) 1822-1896 E/CAM/0314 Deeds 86 and 00 Xxxx'x Xxxx (formerly 8 and 9 Camden Cottages) 1822-1896 E/CAM/0315 Deeds 86 and 00 Xxxx'x Xxxx (formerly 8 and 9 Camden Cottages) 1822-1896 E/CAM/0316 Deeds 86 and 00 Xxxx'x Xxxx (formerly 8 and 9 Camden Cottages) 1822-1896 E/CAM/0317 Deeds 86 and 00 Xxxx'x Xxxx (formerly 8 and 9 Camden Cottages) 1822-1896 E/CAM/0318 Deeds 86 and 00 Xxxx'x Xxxx (formerly 8 and 9 Camden Cottages) 1822-1896 E/CAM/0319 Deeds 86 and 00 Xxxx'x Xxxx (formerly 8 and 9 Camden Cottages) 1822-1896 E/CAM/0320 Deeds 86 and 00 Xxxx'x Xxxx (formerly 8 and 9 Camden Cottages) 1822-1896 E/CAM/0321 Deeds 86 and 00 Xxxx'x Xxxx (formerly 8 and 9 Camden Cottages) 1822-1896 E/CAM/0322 Deeds Grounds in Xxxxxxxx Xxxxxx xxx Xxxxxxx Xxxxxx; 1-21 (incl) St Paul's Terace, King's Road; six messuages in Canal Terrace, fronting Regent's Canal 1824-1832

  • Network Interconnection Architecture Each Party will plan, design, construct and maintain the facilities within their respective systems as are necessary and proper for the provision of traffic covered by this Agreement. These facilities include but are not limited to, a sufficient number of trunks to the point of interconnection with the tandem company, and sufficient interoffice and interexchange facilities and trunks between its own central offices to adequately handle traffic between all central offices within the service areas at P.01 grade of service or better. The provisioning and engineering of such services and facilities will comply with generally accepted industry methods and practices, and will observe the rules and regulations of the lawfully established tariffs applicable to the services provided.

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